首页> 外文期刊>International journal of structural stability and dynamics >ON-LINE HEALTH MONITORING AND DAMAGE DETECTION OF STRUCTURES BASED ON THE WAVELET TRANSFORM
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ON-LINE HEALTH MONITORING AND DAMAGE DETECTION OF STRUCTURES BASED ON THE WAVELET TRANSFORM

机译:基于小波变换的结构健康在线监测与损伤检测

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Presented herein is an experiment that aims to investigate the applicability of the wavelet transform to damage detection of a beam-spring structure. By burning out the string that is connected to the cantilever beam, high-frequency oscillations are excited in the beam-spring system, and there results an abrupt change or impulse in the discrete-wavelet-transformed signal. In this way, the discrete wavelet transform can be used to recognize the damage at the moment it occurs. In the second stage of damage detection, the shift of frequencies and damping ratios is identified by the continuous wavelet transform so as to ensure that the abrupt change or impulse in the signal from the discrete wavelet transform is a result of the damage and not the noise. For the random forced vibration, the random decrement technique is used on the original signal to obtain the free decaying responses, and then the continuous wavelet transform is applied to identify the system parameters. Some developed p version elements are used for the parametric studies on the first stage of health monitoring and to find the damage location. The results show that the two-stage method is successful in damage detection. Since the method is simple and computationally efficient, it is a good candidate for on-line health monitoring and damage detection of structures.
机译:本文提出的实验旨在研究小波变换对梁弹簧结构损伤检测的适用性。通过烧毁连接到悬臂梁的弦,在梁弹簧系统中会激发高频振荡,从而导致离散小波变换后的信号发生突变或脉冲。这样,离散小波变换可用于在损坏发生时识别损坏。在损伤检测的第二阶段,通过连续小波变换识别频率和阻尼比的变化,以确保离散小波变换的信号的突然变化或脉冲是损伤的结果,而不是噪声的结果。对于随机强迫振动,对原始信号使用随机减量技术以获得自由衰减响应,然后应用连续小波变换来识别系统参数。一些已开发的p版本元素用于健康监控的第一阶段的参数研究,并找到损坏的位置。结果表明,两步法在损伤检测中是成功的。由于该方法简单且计算效率高,因此非常适合用于在线状态监视和结构损坏检测。

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